CLC number: TU4
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2012-09-07
Cited: 10
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Wan-huan Zhou, Ren-peng Chen, Lin-shuang Zhao, Zheng-zhong Xu, Yun-min Chen. A semi-analytical method for the analysis of pile-supported embankments[J]. Journal of Zhejiang University Science A, 2012, 13(11): 888-894.
@article{title="A semi-analytical method for the analysis of pile-supported embankments",
author="Wan-huan Zhou, Ren-peng Chen, Lin-shuang Zhao, Zheng-zhong Xu, Yun-min Chen",
journal="Journal of Zhejiang University Science A",
volume="13",
number="11",
pages="888-894",
year="2012",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A12ISGT4"
}
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%T A semi-analytical method for the analysis of pile-supported embankments
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%A Ren-peng Chen
%A Lin-shuang Zhao
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%J Journal of Zhejiang University SCIENCE A
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%P 888-894
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%D 2012
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A12ISGT4
TY - JOUR
T1 - A semi-analytical method for the analysis of pile-supported embankments
A1 - Wan-huan Zhou
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A1 - Zheng-zhong Xu
A1 - Yun-min Chen
J0 - Journal of Zhejiang University Science A
VL - 13
IS - 11
SP - 888
EP - 894
%@ 1673-565X
Y1 - 2012
PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A12ISGT4
Abstract: In this paper, a semi-analytical method for the analysis of pile-supported embankments is proposed. The mathematic model describes the cooperative behavior of pile, pile cap, foundation soil, and embankment fills. Based on Terzaghi’s 1D consolidation theory of saturated soil, the consolidation of foundation soil is calculated. The embankments with two different types of piles: floating piles and end-bearing piles are investigated and discussed. The results of axial force and skin friction distributions along the pile and the settlements of pile-supported embankments are presented. It is found that it takes a longer time for soil consolidation in the embankment with floating piles, compared with the case using end-bearing piles. The differential settlement between the pile and surrounding soil at the pile top is larger for the embankment with end-bearing piles, compared with the case of floating piles.
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